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_ NOTES <br /> _OHW.LINE _ <br /> -"-- ----- 1. LANES AND GATES DESIGNED TO ACCOMMODATE A <br /> OD - <br /> WB-67 VEHICLE(TRACTOR WITH 53'TRAILER). <br /> DUNLAP <br /> LEGEND <br /> (PORT OF EVERETT) <br /> 1. ❑ 9"ASPH PVMT OVER 12"CSBC <br /> GOING GUTTER,TYP <br /> o ❑ TEMPORARY 2"PVMT NOT USED <br /> a <br /> b NT-rD-Oa <br /> e <br /> 0 PROPOSED GRAVEL SURFACE <br /> / ❑ ❑ ❑ ❑�. WITH RESTROOM <br /> GUARD SHACK <br /> Ilk PAINTED TRAFFIC FLOW ARROW <br /> ( O FUTURE 10x20 <br /> \op LOW-MAST LIGHT& ' ' <= <br /> J <br /> SEE SHT C7.1 FOR SLIDE ( COMM POLE(LP20) FUTURE PAINT FUTURE TRUCK SCALE, (NIC) CUSTOMS SHACK(NIC) <br /> AT I <br /> PAINT STRIPE PUN 38' STRIPING NORTH OF <br /> (SEE SHE E C.2) <br /> SOUTH GATE(NIC) <br /> ® WM I --- - --------------- _------------- __ I- ----------- <br /> Pip o. _ ___ I .--'I <br /> ---- <br /> m' ----------ttN -— ______________________________ <br /> -- --61 NT-HML- 5 <br /> S _ FEDERAL AVE ROW CENTERLINE <br /> -- -AI EBQEEUjY_LIL1E-=----------- - -,-��� -.- -.-- r -------------------------------- --------------- <br /> N:361428.58 c ° _ FUTURE PORTABLE TRAFFIC BARRIER,(NIC)-7 <br /> 3; E:1301564.01 - - I ��_T----- ----I--- <br /> 7+83 -♦___ ---- c <br /> x x x X_ x x x x x x x x x x x x x x x <br /> N ? 2-12 SWING GATE, (SEE SHEET C6.2) FUTURE 10'x20' __ x NT-HML-06 <br /> PROPERTY LINE - SCALE SHACK(NIC) <br /> N 27 T2C6 <br /> SECURITY FENCE <br /> 4 <br /> 1 2 <br /> B'WIDE MONOLITHIC CURB& EX CONC x <br /> CW PER CITY STD DWG 312 1 <br /> I S/ <br /> I <br /> EX WAREHOUSE x <br /> BLDG \ 3\ 4\ 5� 6� 7\ 8 <br /> I WAREHOUSE TENANT LEASEHOLD <br /> EX LOADING DOCK, TYP x <br /> EX WAREHOUSE DOOR 1 SOUTH GATE DETAIL SITE PLAN 30' 0 30' 60, _ <br /> Y ®ME ME <br /> 8 <br /> C2.1 C2.2 15 45' \� 2-12'SWING GATES <br /> FLAT SCHEDULE 40 STEEL <br /> ® SCALE: 1"=30' �� (SEE SHEET C6.3) <br /> o CAP WELDED TO THE PIPE <br /> \ \ ' <br /> PR 3 LOW-MASTIMER AND PAINT WITH TWO N \ <br /> I � HT POLE <br /> 40 STEEL CAP COATS OF"SAFETY YELLOW' LG NT- P <br /> FLAT SCHEDULE <br /> I I �� �� 1 <br /> -�-I- \ <br /> 3'-6" r 10"4 SCHEDULE 40 PIPE <br /> ��`1 // NTH WELDED PLATE TOP 10 61LF C&G PER COE <br /> 4 I AND FILLED WITH CONCRETE <br /> P51 1/2 STEEL PLATE, STD DWG 307 <br /> SCHEASTMDULE <br /> A36ULE WELDED TO 2_3 B' \ } <br /> _ COMMERCIAL CONCRETE SCHEDULE 40 CAP / <br /> 2-5/8 NT-CP-07 \ 4' EL <br /> SL-Y FENCE <br /> /�\ O NEW L FOR RELOCATED C6.4 <br /> FUG POLE, <br /> LE, SEE SHT + <br /> D1.7 FOR EX LOC& <br /> DETAIL SHT 51. FOR : <br /> •' INSTALLATA7 ION DETAILS <br /> • `III I II 1.25 4 PICK POINT NORTH GATE ------- E <br /> °•' (4) #3 HOOPS WITH 1'-3" 2-15'SWING GATES EX C&G Z <br /> I <br /> •• LAP EQUALLY SPACED TYP 1/4 (SEE SHEET C6.3) F� MATCH <br /> 2'-6" I I I I° 1/4 L25"0 PICK POINT + EX C&G <br /> III 11 4 • (4) #4'S EQUALLY SPACED _ _ <br /> _ EX P CALL 48 HOURS <br /> PROPER=_ x�n- <br /> 12•• SCHEDULE 40 BEFORE YOU DIG <br /> n • ;!I I I II '. PIPE SLEEVE �� <br /> 0 <br /> .• e 3000 PSI SEE SHEET L1.0 FOR <br /> °• III III'; ''' COMMERCIAL CONCRETE LANDSCAPE PUNTING DETAILS NORTON AVE DIAL811 <br /> °f PLACE 1-1/2" WASHED GRAVEL S _ <br /> DRAIN HOLE IN SLEEVE CAP 6" BELOW SLEEVE BASE VERT DATUM: NAVD 88 <br /> 20' 0 20' 40 CONV TO MLLW = NAVD88+2.03 <br /> WELD CAP ON 12" PIPE DIA HORZ DATUM: NAD 83/91 <br /> 3 REMOVABLE UTILITY PROTECTION BOLLARD 4 REMOVABLE BOLLARD CAP 2 NORTH GATE DETAIL SITE PLAN z_ <br /> C2.1 C2.2 0' 30' IF SHEET IS LESS THAN 22x34 <br /> E4.1 C2.2 NTS (SEE KEYED NOTE10, SHEET E4.1) C2.2 C2.2 NTS SCALE: 1 `20' REDUCE SCALE ACCORDINGLY Q <br /> PROJECT ENGINEER: 3DALE: PORT OF EVERETT DWG. N0. C2 2 0 <br /> RECORD CONDITIONS N. WATSON AS SHOWN \I <br /> ® 07/05/2023 NW RECORD DRAWING ILLUSTRATED IN THESE <br /> Port of ® 04/08/2022 NW MARITIME TENANT SITE DEVELOPMEN1 PLANS REFLECT DESIGNED BY: DATE' N 0 R T 0 N TERMINAL DEVELOPMENT 0 <br /> EVERETT1Tff 8 12/06/2021 JB ADDED REMOVABLEJ. BECKER 05/07/2021 CIP NO.BOLLARD DETAIL INFORMATION &Q� 1-8-900-05 O <br /> e 12/02/2021 NW 2-INCH TO 9-INCH PVMT PROVIDED BY THE DRAWN BY: CHECKED BY: M T C A 3 R D INTERIM ACTION <br /> 16015th Avenue,Suite 1300 O6 2, 2021 NW ISSUED FOR BID K. EDWARDS, D. YU N. WATSON NORTH AND SOUTH GATE PROJECT <br /> P.O. BOX 538 0 / / CONTRACTOR.RECORD <br /> No. MT-NT-2021-02.2 V <br /> Seattle,Washington 9206) ® 05/07/2021 NW FOR CITY REVIEW APPROVED BY: W EVERErr, WA 98206 (206)382-0600 Fax(206)382-0500 CONDITIONS WERE NOT <br /> (425) 259-3164 PROJECT NO.1600120 No, DATE BY REVISION No. DATE BY REVISION VERIFIED BY ENGINEER. DETAIL SITE PLAN SHEET NO. 24 OF 150 <br />